Question: Problem # 2 : Given: Concrete Masonry Shearwalls, assuming a cantilever walls, with no foundation rotation, per Figure A . V = 3 6 kips.

Problem # 2:
Given: Concrete Masonry Shearwalls, assuming a cantilever walls, with no foundation rotation, per Figure A.
V=36 kips.
Find: Distribution of a lateral seismic force V to the 2 walls (Wall #1 and Wall #2) shown in Figule A.
Figure A
Problem # 2 : Given: Concrete Masonry Shearwalls,

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